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Thermal Insulation and Mechanical Properties in the Presence of Glas Bubble in Fly Ash Geopolymer Paste

Shahedan Noor Fifinatasha, Al Bakri Abdullah Mohd Mustafa, Mahmed Norsuria, Ming Liew Yun, Abd Rahim Shayfull Zamree, Aziz Ikmal Hakem A., Kadir Aeslina Abdul, Sandu Andrei Victor, Ghazali Mohd Fathullah

Archives of Metallurgy and Materials

2022

Vol. 67, iss. 1

221--226

The density, compressive strength, and thermal insulation properties of fly ash geopolymer paste are reported. Novel insulation material of glass bubble was used as a replacement of fly ash binder to significantly enhance the mechanical and thermal properties compared to the geopolymer paste. The results showed that the density and compressive strength of 50% glass bubble was 1.45 g/cm3 and 42.5 MPa, respectively, meeting the standard requirement for structural concrete. Meanwhile, the compatibility of 50% glass bubbles tested showed that the thermal conductivity (0.898 W/mK), specific heat (2.141 MJ/m3 K), and thermal diffusivity (0.572 mm2 /s) in meeting the same requirement. The improvement of thermal insulation properties revealed the potential use of glass bubbles as an insulation material in construction material.

Effect of Silica Fume and Alumina Addition on the Mechanical and Microstructure of Fly Ash Geopolymer Concrete

Min Fong Sue, Yong Heah Cheng, Ming Liew Yun, Al Bakri Abdullah Mohd Mustafa, Razi Hasniyati Md, Low Foo Wah, Ng Hui-Teng, Ng Yong-Sing

Archives of Metallurgy and Materials

2022

Vol. 67, iss. 1

197--202

This paper discussed the effect of the addition of silica fume (2 wt.% and 4 wt.%) and alumina (2 wt.% and 4 wt.%) on the properties of fly ash geopolymer concrete. The fly ash geopolymer concrete achieved the highest 28-day compressive strength with 2 wt.% of silica fume (39 MPa) and 4 wt.% of alumina (41 MPa). The addition of 2 wt.% of silica fume increased the compressive strength by 105% with respect to the reference geopolymer (without additive). On the other hand, the compressive strength surged by 115% with 4 wt.% of alumina compared to the reference geopolymer. The addition of additives improved the compactness of the geopolymer matrix according to the morphology analysis.

Experimental investigation of chopped steel wool fiber at various ratio reinforced cementitious composite panels

Rmdan Amer Akrm A., Al Bakri Abdullah Mohd Mustafa, Ming Liew Yun, Aziz Ikmal Hakem A., Mohd Tahir Muhammad Faheem, Abd Rahim Shayfull Zamree, Amer Hetham A. R.

Archives of Civil Engineering

2021

Vol. 67, nr 3

661--671

The flexural toughness of chopped steel wool fiber reinforced cementitious composite panels was investigated. Reinforced cementitious composite panels were produced by mixing of chopped steel wool fiber with a ratio range between 0.5% to 6.0% and 0.5% as a step increment of the total mixture weight, where the cement to sand ratio was 1:1.5 with water to cement ratio of 0.45. The generated reinforced cementitious panels were tested at 28 days in terms of load-carrying capacity, deflection capacities, post-yielding effects, and flexural toughness. The inclusion of chopped steel wool fiber until 4.5% resulted in gradually increasing load-carrying capacity and deflection capacities while, provides various ductility, which would simultaneously the varying of deflection capability in the post-yielding stage. Meanwhile, additional fiber beyond 4.5% resulted in decreased maximum load-carrying capacity and increase stiffness at the expense of ductility. Lastly, the inclusion of curves gradually.